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Tiêu đề Standard Test Method for Compressibility and Recovery of Asbestos
Trường học Asbestos Institute
Chuyên ngành Asbestos Testing
Thể loại Standard Test Method
Năm xuất bản 2015
Thành phố Montreal
Định dạng
Số trang 3
Dung lượng 106,67 KB

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Designation C1123/C1123M − 90 (Reapproved 2015) Standard Test Method for Compressibility and Recovery of Asbestos1 This standard is issued under the fixed designation C1123/C1123M; the number immediat[.]

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Designation: C1123/C1123M90 (Reapproved 2015)

Standard Test Method for

This standard is issued under the fixed designation C1123/C1123M; the number immediately following the designation indicates the year

of original adoption or, in the case of revision, the year of last revision A number in parentheses indicates the year of last reapproval.

A superscript epsilon (´) indicates an editorial change since the last revision or reapproval.

1 Scope

1.1 This test method covers the determination of the bulking

factor of spinning grade fiber These include grade 4A and

longer.2

1.2 Results obtained on other grades may be considered as

an evaluation of their bulk fiber resilience

1.3 The values stated in either SI units or inch-pound units

are to be regarded separately as standard The values stated in

each system may not be exact equivalents; therefore, each

system shall be used independently of the other Combining

values from the two systems may result in non-conformance

with the standard

1.4 Warning—Breathing of asbestos dust is hazardous.

Asbestos and asbestos products present demonstrated health

risks for users and for those with whom they come into contact

In addition to other precautions, when working with

asbestos-cement products, minimize the dust that results For

informa-tion on the safe use of chrysoltile asbestos, refer to “Safe Use

of Chrysotile Asbestos: A Manual on Preventive and Control

Measures.”3

1.5 This standard does not purport to address all of the

safety concerns, if any, associated with its use It is the

responsibility of the user of this standard to establish

appro-priate safety and health practices and determine the

applica-bility of regulatory limitations prior to use For specific hazard

warning, see1.4

2 Referenced Documents

2.1 ASTM Standards:4

D2590Test Method for Sampling Chrysotile Asbestos

D2946Terminology for Asbestos and Asbestos–Cement Products

D3879Test Method for Sampling Amphibole Asbestos (Withdrawn 2009)5

E177Practice for Use of the Terms Precision and Bias in ASTM Test Methods

3 Terminology

3.1 Definitions:Terms relating to asbestos are found in

Terminology D2946

4 Summary of Test Method

4.1 The height of a weighed specimen obtained in compli-ance with sampling Test Methods D2590or D3879is deter-mined under a heavy ram in a graduated cylinder The ram is then removed and the height of the specimen is again mea-sured Measurements are repeated until no change is noted in the readings

4.2 The heights of the specimen under pressure, and after pressure release, are termed “compression” and “recovery,” respectively The percentage difference is reported as “percent recovery.”

5 Significance and Use

5.1 The value of compression (as described in 9.5) is proportional to the bulk under moderate pressure

5.2 The value of percent recovery is a measure of springi-ness or bulk fiber resilience

6 Apparatus

6.1 Graduated Cylinder and Weighed Ram, as described in

Fig 1

N OTE 1—The scale shall be calibrated in SI units, and alternatively in other units.

7 Hazards

7.1 Warning—see1.4

1 This test method is under the jurisdiction of ASTM Committee C17 on

Fiber-Reinforced Cement Products and is the direct responsibility of Subcommittee

C17.03 on Asbestos - Cement Sheet Products and Accessories.

Current edition approved July 1, 2015 Published July 2015 Originally approved

in 1989 Last previous edition approved in 2009 as C1123 – 90(2009) ε1

DOI:

10.1520/C1123_C1123M-90R15.

2 QAMA standard designation of chrysolite asbestos grades Available from

Asbestos Institute, 1130 W Sherbrooke St., Suite 410, Montreal, QC Canada, H3A

2M8.

3 Available from The Asbestos Institute, http://www.chrysotile.com/en/sr_use/

manual.htm.

4 For referenced ASTM standards, visit the ASTM website, www.astm.org, or

contact ASTM Customer Service at service@astm.org For Annual Book of ASTM

Standards volume information, refer to the standard’s Document Summary page on

the ASTM website.

5 The last approved version of this historical standard is referenced on www.astm.org.

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8 Sampling, Test Specimens, and Test Units

8.1 Sampling—Take samples in accordance with Test

Method D2590 in the case of chrysotile asbestos, or Test

MethodD3879in the case of amphibole asbestos

8.2 Test Specimens—Take two specimens of 113.4 6 0.1 g

[46 0.005 oz] each

9 Procedure

9.1 Pour a specimen into the graduated cylinder

N OTE 2—It may be advantageous to use a wide-mouth funnel for

pouring the specimen.

N OTE 3—It may be necessary to obstruct the observation slot in the wall

of the graduated cylinder while pouring in the shorter fibered, and the

more free-flowing grades of asbestos, to prevent specimen loss This may

be done by wedging a wooden rod of appropriate thickness and length,

into the slot Take care that the obstruction does not project inside the

cylinder.

9.2 Fit the ram and cap assembly into position and simply

allow the ram to compress the specimen under the force of

gravity for 60 s (1 min)

9.3 If the observation slot was obstructed during specimen admission, remove the obstruction Note the height of the specimen at the end of the 60 s dwell period to the nearest 0.5

mm [61⁄64in.]

N OTE 4—It is permissible at this point in the procedure to insert a thin pointer, such as a needle, through the observation slot, and to let this rest atop the asbestos surface to facilitate reading the scale with precision.

9.4 Upon removal of the ram, the height of the specimen may change Note this new height, to the same precision 9.5 Repeat the compression cycle until the released measurement, and measurements under pressure, become con-stant Record these measurements as recovery and compression, respectively

9.6 Repeat9.1 – 9.5for the second specimen

10 Calculation

10.1 Calculate percent recovery as follows:

Percent Recovery 5~Recovery 2 Compression!3 100/Compression

(1)

10.2 Calculate the average compression and the average percent recovery for both specimens and determine the devia-tion from the average in each case

11 Report

11.1 Fully identify the sample as to designation and origin 11.2 Report average compression for the two acceptable specimens to 6 0.5 mm [61⁄64in.]

11.3 Record the average of two concordant results and report the percent recovery to the nearest 0.5 %

12 Precision and Bias

12.1 Acceptable Results—If the deviation for either

deter-mination from the average result exceeds 5 %, then test additional specimens until a pair of specimens meet these criteria, and accept only the latter

12.2 Precision:

12.2.1 Based upon a study carried out in 1972 at one laboratory on spinning grades only, the following measures of precision were established, as defined in Practice E177 12.2.1.1 Repeatability, meaning single-laboratory-apparatus multi-operator-day precision, was established at 28.1 % (rela-tive difference two-sigma limits in percent (RD2S%)) for percent recovery over the range from 8 to 14 % recovery 12.2.1.2 Repeatability was 3.43 % (relative difference two-sigma limits in percent (RD2S%) for compression over the range from 79 to 104 mm [36⁄64 to 47⁄64in.] of compression

12.3 Bias—No justifiable statement on the bias can be made

since the true values cannot be established by an accepted referee method

13 Keywords

13.1 asbestos; bulk resilience; bulking factor; compressibil-ity; compressibility and recovery; recovery; resilience; springiness

FIG 1 Compressibility and Recovery Apparatus

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ASTM International takes no position respecting the validity of any patent rights asserted in connection with any item mentioned

in this standard Users of this standard are expressly advised that determination of the validity of any such patent rights, and the risk

of infringement of such rights, are entirely their own responsibility.

This standard is subject to revision at any time by the responsible technical committee and must be reviewed every five years and

if not revised, either reapproved or withdrawn Your comments are invited either for revision of this standard or for additional standards and should be addressed to ASTM International Headquarters Your comments will receive careful consideration at a meeting of the responsible technical committee, which you may attend If you feel that your comments have not received a fair hearing you should make your views known to the ASTM Committee on Standards, at the address shown below.

This standard is copyrighted by ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States Individual reprints (single or multiple copies) of this standard may be obtained by contacting ASTM at the above address or at 610-832-9585 (phone), 610-832-9555 (fax), or service@astm.org (e-mail); or through the ASTM website (www.astm.org) Permission rights to photocopy the standard may also be secured from the Copyright Clearance Center, 222 Rosewood Drive, Danvers, MA 01923, Tel: (978) 646-2600; http://www.copyright.com/

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